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Transit Mix Concrete Company Project No. DN47,233.010-300 <br /> Date Submitted: February 4,2016 <br /> TABLE 1A <br /> HVEEMSTABILOMETER DATA <br /> SAMPLE DATA EXUDATION EXPANSION HORIZONTAL NUMBER SAMPLE <br /> COMPACTION ELAPSED TIME TO UNCORRECTED CORRECTED <br /> SAMPLE DESIGNATION PRESSURE(PSI) REACH EXUDATION DENSITY WATER PRESSURE PRESSURE PRESSURE OF TURNS HEIGHT R-VALUE' R-VALUE <br /> (PCF) (%) (LBS) (PSI) AT 2000 LBS (D) (INCHES) <br /> Class 1 250 0.73 129.9 10.2 1460 116 14 5.26 2.52 83 83 <br /> Pikeview 250 2.04 131.0 9.2 3400 325 14 4.97 2.53 84 84 <br /> Quart' 250 3.27 132.0 8.5 6540 520 12 5.09 2.53 86 86 <br /> Class 5 250 0.65 133.0 9.7 1300 103 14 5.25 2.46 83 83 <br /> Pikeview 250 1.77 135.1 8.4 3540 282 13 5.21 2.47 85 85 <br /> Quary 250 3.65 136.6 7.4 6460 581 9 5.28 2.47 89 89 <br /> Class 4 250 1.80 132.9 9.7 3600 287 12 6.02 2.44 84 83 <br /> Pikeview 250 2.72 133.5 9.2 4500 432 12 5.42 2A7 85 85 <br /> Quary 250 3.20 135.2 7.9 5700 509 12 5.40 2.48 85 85 <br /> Fine Fill 200 0.94 119.6 11.9 1700 150 31 4.60 2.65 69 73 <br /> Daniels 200 1.40 120.6 11.2 2460 223 25 4.81 2.65 74 77 <br /> Sand Pit 250 3.12 121.6 10.4 6240 496 22 4.86 2.64 76 77 <br /> Class 6 250 0.95 132.3 9.9 1900 151 14 5.88 2.47 82 82 <br /> Pikeview 250 2.77 134.0 8.7 5540 440 12 5.27 2.48 85 85 <br /> Quarry 250 3.23 135.9 7.2 5560 514 11 5.08 2.49 87 87 <br /> White Fines 250 1.32 138.1 7.4 2640 210 45 3.31 2.59 66 66 <br /> Pikeview 250 2.10 138.3 7.1 3700 334 21 4.15 2.45 80 80 <br /> Quarry 250 3.70 139.0 7.0 5480 589 14 4.36 2.45 86 86 <br /> 100 AT 2.000 Lb.VERTICAL LOAD <br /> 2.5 160-1+1 <br /> D Ph <br />